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HomeMy WebLinkAboutBUILDING - PLAN8" x 12" framed drop header by framer cover with paper back 35 s.h, wire lath and stucco Egress L-3IT 25 s.h. L-1 25 s.h. Egress Egress ¢ -- HI CI _ _______ ___________ --------- ----- L7 � � O O - Covered " 7'-9" 2' 4" 2' 10' - - - "01 I I ° Porch ° a 36'x1C Glass pp�� IVI a s t rr�� e r L7 d r o o rq � cal 8'-l" (Stucco) cing. from FIFE B d r m" n L--1 I 8'- V' Cing. & 1?" Coffer ( Carpet L 2 L-1 _ 1 8'-1" Ceiling Do Carpet 8'-1" Ceiling I fl s2h I Carpet B d rm 3 i 9068 s.g.d. � . I 2668 II i �6 Cafe II 10 -1' Ceiling B a, 2 Cing. 2868 I /611 ® 8'-1" Cing. * Tile FLL -- - - - - -- 36" ❑ 3`-10" 3'-4" 5'-6" 12" 21'_g" 2'_2" 5'-7 1/2" 2'_7" 2 _3" Fixed" Glass I P22.5 Family 2 x 4 from � 68 M '* i x 36 Access I I I wall 34.5" tall 1O'-l" Ceiling M Tile. a Dw Spa. Sav r Micro 8'---1" Ceilirg Range Carpet 1 _ obov p Car et Circul tion iop'°OutsideI"'gdrrn VCa131---TK r Kitchen3-4 L-1 0" 4-8" 6'-8" 12" 3'-4 1/2" 7'-3 1/2"o "I 5'-0 1/2" '_iy" 1 10` I 2AxUn $ _1 "24 IVI a.s.In. u Cing. B a N Ref. -------- ---- Temp• . Tile - - - - - - - - - - cq 13 42°Tall waL With framed emp 00 -------- _ Frame down 24 i/z"x 24 1 2" R.o. r i 9 Header R.A.G. �❑ n d. B a. I I I CJ Enclosure {z a x i ,,, I w I I ( 1 ° TUB °-Marble Enclosure Capped Load Brng - I i I i N Header * _ 0 P I f I BCIn -1 w $'-1" �rat� Tile g,' Aw. Wall7 14v7 p Dining n i n �l in Cfng. i Lo0di N 9 ® 10 _1„ 1 in N ro c- 10'-1" Ceiling ( 9 O 2 x �Lrooflu� c HB U0�� ao o Living 0 Cing. F' I I0 Tile a" r Header . _ m ❑10'-1" 7Carpet Ceiling N o I ! - IIIy(nm `, I i N w'h' L Load BCn a o o a I i Wall H32 s,h. Egress 10'-81/2' 6'-s" L11 L I I s 6'-6" 6' --- 1c' I I I allard 1E a 6 l-oad Brngg Attic Access Ladder fl • 0 Wa11 with 25 s.h. 1 I 25 s.h. Q a i i I f Garage o I I I 1 I i 8'-1" cing. from FIFE I* Electric E I i 11' 1" Cing, Light Fink Attic Storage Above Panel W NI FT-1 O -----I - - - - - a CJ - i O Struck Block 3" 3" 3'-6" aJ qfli fell r 16070 Overhead L_g fl• fl' d O I] a3AOUddV 38V SNOLL03dSNl lt1Nf1 SMOGNIM (INV SHOOa TIV NO NN1431d 1SniN 3a0O AWFIN3 083 H10 30NVf1c1I4OO oMS 0NV gyOlOvd n ONIMOHS S3-18V193tin10tl3nM/W TIV CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE'CODE6, TERMITE TREATMENT REQUIRED Floor Plan scale: 1/4" = 1'-9" FIBERGLASS SHINGLES ON 30# ROOFING FELT OVER 19/32" C.D.X. PL SEE CONNECTOR SCHEDULE r1 PRE ENG. WD. 6G TRUSSES 24"c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM. �I VINYL L-1 36" x 16" Fixed PROVIDE "CASTCRETE" Temp, Glass PRECAST LINTELS ABC Obscure ALL OPENINGS C 5 s.h: Egress 36" x 16" Fixed Temp. Gla: Obscuress HB a FPL Meter .N Location to be determined Overhead Service SCANNED BY St Lucie County sT. LUCIE TWO COAT STUCCO FINI GRADE min. R30 BLOWN INSULATION ABOVE LIVING AREAS \-1 /2" CLING. T. BOARD i(1) COURSE BEAM BLOCK WITH (11 #5 REBAR AND FILLED WITH GROUT 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2P.T. FURRING 24"o.c, -R9 CORE FiLLED INSUL. AT LIVING AREA 1/2" GYP. D.W. SEE FOOTING DETAILS x 4 P.T. RESTOP i0C# CONC. FOOTIN TH (2) #5,REBAR 4" 2500# FIBERMIX CONC. OVER 005 VAPOR BARRIER ON CLFAN, COMPACTED, TERMITE `REATED FILL r Typical Wall Section scale: 3/4" = 1'-C" WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singlehung H32 s.h. Egress 27 1/4" x 26" Singlehung Safety Glass 35 54" x 63" Singlehung 36" x 16" Fix. Glass 37" x 17" Fixed Glass OBS Glass Tronsom 24 37 3/4" x 50 5/8" Singlehung Safety Glass All w ndowsEt have white frames, colonial grilles (s a elevations) DATEd D'1' #`fII - c E, . T 3IL'ST BE KEPT ()N 30B GI^AN., `"J^ECTIOS WILL BE 1L4DE. DOOR SCHEDULE 0 Exterior Doors ❑ Interior Doors Size Type D Double 3080 FG Smooth Finish with Dead Bolt �2 16' x 7' Overhead Steel 9068 Sliding Glass Door 7 28S8sc osom a Classique'style with weotherstn & Threshold r8 L8J 2668 Masonite "Classique" style N.C. a 2868 Masonite "Classique" style N.C. 4068 Masonite 'Classique" stye H.C. Bifold it 1 1668 Masonite "Classique" style H.C. 12 2868 Masonite 'Classique" style H.C. Bifold 72668, 7 Masonite "Clossique" style H.C. 9 2668 Mgsonite 'Classique" style H.C. Bifold 1 4068 Masonite "Clossique" style H.C.Bipass FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 4-SF• IV?.3 23o & Well # Date: % Reviewer: - Scope of Work Single level CBS single family residence Building Code 2014 Florida Building Code: Residential 2011 National Electric Code Design Loads Roof Live Load: 2.0.0 p.s.f. Floor Live Load: N.A. Wind Speed: 150 MPH (3 second gusts). Wind Importance Factor: 1.0 Building Category: Il Wind Exposure: B Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Area Tabulation Living 2190 Garage 444 Porch 176 Entry 66 Total 2876 Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cost in place sills and tie beams may be used (not to exceed 5'-10) T ical cast in place tie beam to be a min. 8 x 12 with two f5 top and two #5 bottom. Safe Lr)ad Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. 1. Instgiiction of U lintels must. comply with architecture] Exception: Safe loads for unfilled U lintels must and/or structural drawings. 6e r duped by 20% If bearing length is less than 8 1%2 . 2. U lintels can be field cut to the required length. 2. N.R. = Nol Rated 3. Cost in place concrete maybe provided in composite U lintel in lieu of concrete masonry units. 3. Safe loads are superimposed allowable bads. 4. The exterior surface of U lintels installed in exterior 4. One #7. rater may be substituted for two #5 concrete mason walls shall have a coating of stucco rebor ai 6 inch U lintels only. applied in accordance With ASTM C-926 or other approved coating. 5. All safe loads in units of pounds per tinier foot. 5. Concrete masonry units used in composite U lintel. shall 6. All safe loads are based on simply supported spon. be laid In a running bond. 7. Safe load ratings based on rational design analysis 6. Share composite lintels as required. per AG 318 and ACI 530. 7, U lintels are manufactured with a 5 1 /2" long notch at both ends to accomodate vertical cellreinforcing and grout. .--4ff 6-1B/1T ion Cast Crete Lintel Schedule Composite U Lintel Materials 1. Grout per ASTM C476 fg-13000 psi with maximum 3/8. Inch aggregate and 8 to 11 Inch slump. 2, Reber per ASTM A615 Grade 60 3. Concrete mosonry units (CMU) per ASTM C90 with minimum not area compressive strength a 1900 psi 4. Mortar per ASTM C270 Type M or S All Rebar to be #5 Grade 60 min. MAfIK LENGH OF ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAD APPLIED UPLIFT LOAD BEAM may L-1 _UNIEL. 4'-6" 6113 1273 2724 590 BF16 1T/18 L-2 1T-8" 1366 864 798 281 SF16 1T/iB L-3 V-10" 4360 1325 2093 628 BF16 1T/18 L-4 V-6" 6113 150 3574 47 6F16 1T/1:8 L-5 4'-6" 11809 200 5379' BO BF32 1T/16 -6" 3655 200 3508 60 BF24 1T/16 10127 268 4924 226 BF32 1T/iB 3486 150 1811 47 8F241T/18 L-9 1T-4" 1326 200 520 60 8201TAB Min. Beam deyths shown, beams may be increased without cement At Llr4 els 30 deep or lorger, provide (1) #5 vertical rebor at 24 o.e. along length of lintel Azle `:�' c5 a c� C� cn Ln cn (n (n C) '-4- CD � �D r` N 00 w 6 - a a D 1. Sn g 0 O v 0 � c .0 CD CD n 3 o d r 1.i1 0 H VL lO V in M Z u00M W O a. a, J N u- z I" v ad az^ u~� V LA W /414 Zd r cc ua v. y n m o o 2L =� N cn Cn v n i1 <1--ca a., fn LLj 6 1--O Cl) O ry, O � W > O n M M Liz O Gp Z (O � Q C\I J Z M < -mil. In (�yy ;LLI J 0 - 0 Z Lu LL LLB m Z 1-- 2 Z 0 06 U Z V Q m 0. J (o LU CD w Q screen door — w/16" kickplate 35 s.h. I L-3 Egress \8"x 12" framed drop header by framer cover with paper back wire lath and stucco 25 s.h. L-1 25 s.h. Egress Egress L-1 0 0 0 0 3,_ ___ ____ 0 0 IDI 0 0IDI -CQ 0 0 I o , 2._8" — — 1- 7'-9" 2' 4" 2' 10' Covered SID I I Porch a 36 x 16" Fixed Glass o M g s t e r B d ro o rrl 0 8'-1" (Stucco) cing. from FFE B d r m . 2 c L-1 1 I 8'11" Cing. & 1 "Coffer I Unfinished Concrete I 8'-1" Ceiling oa Carpet L-2 L-1 Carpet 8'-1" Ceiling • I s.h r" O O• O O O Carpet Bdrm 3 0 9068 s.g.d. . 2868 1 d �6 �s ❑ 9I cc Cafe 0 I 1 10'-1" Ceiling an r 8'-1" B a 2 ElCing. 2868 VINYL 8'-1" s❑ Tile Whi Tubte Cing. 36"-58 Fixed " Glass1 3-10"— 3-4 2--7" 2'-3" 17'-7" 7'-6" 4'-51/2?, --� 2 x 4 frame wall 34.5 tall ; Family Q 22.5 x 36 n \ 1 I Access 10'-1" Ceiling 1 10 0 6 4b I VINYL ===_ =-_---- 16 7-- Space Saw r Micro 8'-1" Ceiling rL Carpet o p bov 6' Ran a l® i I dw 1 ecir ulating 06 Carpet ®1 I 1 1n Carp et 'a N 11 — R11 Batt Insulation ;, v Kitchen I Bdrmt 4 @� Tile 10'-1" Ceiling o • - 3'-4 0' 4'-8" 8'-8" 12" 3'-4 1/2- 7--3 1/2- 5'-01/2' 2'-I4" 10' L-1 1 � I 2"AxUn 8._1Ma.24 s.h. ub------- -- Cing. B a. FrameDown~Ref.3Temp. a Tile Ell- Arch line ------- 42' H Knee Frame down 24 1/2"x 24 i 2" R.O.ao-- -------- -r r- emp. - Header R.A.G. La I [C00000- 9❑Wall I N n d l 1 B a•, White Enclosure Medicine (2 2 x 1 .1 w a Cabinet 1 Header I I=1 $'-1" i '-- i� Cln ad Brng I 13 8 -1 rront��' Tile 9• ' 0 Wall ?Ods Cing. Lap DBL266No I I`c Dining 1 ko 1 s �nroofryl '-1" Ceiling ® 10I I I I a E 9 a 18 (2) eader2 o—0 1 HB Office 1 Cing• I Iw I° VINYL m a, _ 00 ](ZoDVINYL 7� 10'-1" Ceiling N t6 I o 1 4 w.h. Lo o 0 VINYL I 1 I coo Primar . Door 1 1 N Load Brn g Wall o a 0 p W Knob I I H32 s.h. ❑ II 1 11'-41/2" 3' B --- 10' L-4 11'-5" 6'-B" " Egress I I I I 26 I a I I allclyd I 6 N Load Brng Attic Access Wall with Ladder iffli o 25 s.h. 25 s.h. I I I I 0 Garage 11tt o I i I I 7]8'-1" cing. from FFE I Electric O I E I I Light Fink Attic Storage Above Panel 1V 11' 1" Cing. 0 0--- ____- --- o o o 0 7 Struck Block 3' 3" o 3'-6" 3'-6" i� 16070 Overhead L-g 0 00-________° o0 0 V-7 IN Ii � l',il 1 i i I', 4'-6 10'-2 CLIMATE AND GE❑GRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING - NEGLIGIBLE DAMAGE FROM TERMITES - VERY HEAVY 4'-6 4'-6 9'-1 1 CUBIC VOLUME OF THE C❑NDITI❑NED SPACE 19,952 ( CUBIC FEET) Floor Plan scale: 1/4" = 1'-0" OWENS CORNING - WEATHER LOCK SPECIALTY TILE AND METAL UNDERLAYMENT IlNb IALL LOga. UALVALUMt umir EDGE W/VALLET 4"x6" J RAKE PIPE BOOT, VENTS FASTEN 26ga. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. SEE CONNECTOR SCHEDULE 12 PRE ENS. WD. TRUSSES 24 c.C. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.--1, VINYL PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS L-1 36" x 16" Fixed Temp. Glass TWO COAT Obscure STUCCO A 25 s.h. Egress 36" x 16" Fixed Temp. Glass Obscure HB ,o I FPL Meter N Location to be determined Underground Service R30 BLOWN INSULATION Scope of Work ABOVE LIVING AREAS p F77-7-T Single level CBS single family residence '1-1/2" CLN G. x 4 P.T. BOARD RESTOP 1 �(1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT 8x16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24"1 -R9 CORE FILLED INSUL. AT LIVING AREA 1/2" GYP. D.W. 1 x4P.T. FIRESTOP CONC. FOOTINI 2) #5 REBAR GRADE a min. — 4" 2500# FIBERMIX CONC. OVER .006 VAPOR BARRIER SEDETAIILSNG TOERMi t TI2EATEDAFILLD Typical Wall Section scale: 3/4" = 1'-0" 60TE: THIS HOME HAS SEPTIC AND CITY WATER DO NOT WIRE FOR GRINDER WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 1 37 3/4" x 63" Singlehung H32 27 1/4" x 26" Singlehung 35 54" x 63" Singlehung 25 s.h, 37 3/4" x 63' Singlehung Non eliptical 36" x 16" Fix. Glaso Transom 37 3/4" x 17" Fixed Glass 24 37 3/4" x 50 5/8" Singlehung Temp. Glass All windows to have white fromes, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE 0 Exterior Doors Interior Doors Size Type 0 Double 3080 FG Smooth Finish with Dead Bolt Q. 16' x 7' Overhead Steel 9068 Sliding Glass Door �7 2868 ason a -class que s e with weatherstrl &Threshold �8 2668 Masonite "Classique' style H.C. �9 2868 Masonite "Classique" style H.C. 1® 4068 Masonite 'Classique" style H.C. Bifold 11 2068 Masonite "Classique" style H.C. 12 6068 Masonite 'Classique' style H.C. Bifold 13 2868 Masonite "Classique" style H.C. 1H 2668 Masonite 'Classique" style H.C. Bifold 15 6068 Masonite 'Classique" style H.C.Bipase i6 (2) 2668 Double French Doors No pass 17 2868 Masonite 'Classique" style H.C. Bifold 2068 Masonite 'Classique" style H.C. Bifold Building Code 2017 Florida Building Code: Residential 2014 National Electric Code Desian Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N. A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity. 2000 p.s.f. Area Tabulation Living 2190 Garage 444 Porch 176 Entry 66 Total 2876 Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in place sills and tie beams may be used not to exceed 5'-10') T iCal cast in place tie beam to be a min. 8 x 12 with two f5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintels must 1. Inst Ilation of U lintels must comply with architectural and/or structural drawings. be r cad by 20% if bearing length is lase than 6 1 2, U lintels can be field cut to the required length. 2. N.R. = Not Rated J. Cast In place concrete may be provided in composite U lintel in lieu of concrete masonry units. 3. Safe loads are superimposed allowable loads. 4. The exterior surface U lintels Installedcos in exterior 4. One r i Tabor h be substituted for two /5 rebar in 8 inch U lintels only. walls stucco concrete masonry walla shall have a coating other applied in with ASTM C-926 or other coating. approved coating. 5. Al safe loads in unite of pounds per tinier foot. 5. Concrete masonry unite used In composite U lintel shall 6. All safe loads are based on simply supported upon. be laid in a running bond. 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. per ACI 315 and ACI 530. 7, U lintels are manufactured with a 5 1/long notch at inforcing and both ends to accomodate vertical cell reinforcing grout. ` (�ia XAix'Ef8F16-1 B/1 T 1 Lintel Type Designation Cast Crete Lintel Schedule Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Reber per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum not area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or 5 All Rebar to be #5 Grade 60 min. MARK LENGTH OF UNTEL ALLOWABLE GRAVITY LOAD APPUED GRAVITY LOAD ALLOWABLE MPUFr LOAD APPUm UPLIFT LOAD BEAM SPECS L-1 4'-6" 6113 1273 2724 590 8F16 1T/1B L-2 10'-8" 1366 864 798 281 8F16 1T/1B L-3 5'-10" 4360 1325 2093 628 8F1B 1T/1B L-4 3'-6' 6113 150 3574 47 817761T/18 L-5 4'-6" 11809 200 5379 60 8F40 1T/1B L-6 7'-6" 1 3685 1 200 1 3508 1 60 SRF24 1T/1B L-7 5'-4" 1 10127 1 268 1 4924 1 228 1 BF32 1T/1B L-8 8'-4" 1 3486 150 1 1811 1 47 18F24 1T/1B L-9 1r-4" 1 1194 200 1 468 1 60 I 8F18 1T/1B Min. Beam depths shown, beams may be increased without cement At Lintels 30 deep or larger, provide (1) #5 vertical rebar at 24 o.c. along length of In �+,ft V) W 0 0 cD Z Z O in m w a Ln Z 0 N_ m o CNI 0 0 0 0 L o dr dr bi 0 O d- cD to co ¢ Z N N 0 120 I— Z Q U � J W co ac ui 0 V m cn 0 0 �+ 0 o 0 tU � ter, •a m �- 0 0 c t lY HZ a _Pq w V a N Z r Mo W o w zNuv, �O N]�� a n N a($ Z r z ° V w � Ui w o o. Q N / r vd C GID Cc ®- Imo om ~� V '"•� 0 ZD a° t- Yip J � � 1 o Q v1 ¢ o I� Cn to W C3 r7 O-' O m � Lo �Fr ,r z 0I 04 J Z M J J W U J 4 a- Z W =' W � o w z m a r7 �3 U d- m m — Q � J O CID w � w zLLJ o C3 L~n u u screen door — w/16" kickplate 35 s.h. I L-3 Egress 8" x 12" framed drop header by framer cover with paper back wire lath and stucco 25 s.h. L-1 Egress / 25 s.h.'1 Egress Fr 0 0 Ell ------------- i� I ❑ ' r — — — — —I ; Covered T-9" 2` 4" 2"` 10' I ° Porch ° ¢ 36" x 16" Fixed Glass o M g s t e r B d ro o nl Cc) 8'-1" (Stucco) cing, from FFE B d rm . CO -' al "� L-1 8'11" Cing, & 1 " Coffer I Carpet Unfinished L_2 Concrete L-1 I',, 8'-1" Ceiling as Carpet-; 8'-1" Ceiling I I s.h. ❑ ' O O I - EI• El p p Carpet B d rm 3 19 I ; 9068 s.g.d. Q . 2868 I a 26 I 68 M ` I Cafe /OE 8 s� . 10 �� 10'-1" Ceiling Pan r Cing. 2868 B a . 2 White VINYL s❑ 8'-1" Tile Tub Cing. 36" x 16" Fixed Glass 3'-10"— 3'-4" —5'-6" 12" 2' 6' 2'-7" 2'-3" N U ' r I Fam II wallx34.5rame tall `M° 22.5 x 36 N , Access I r_ 10'-1" Ceiling \ o ❑ n I`,- 1 I I ��'� CarPet o VINYL --- -_--- -�--- space Sov r Micro 8'-1" Ceiling ap I I ® in I �1 dw 1 eci Range Carpet stir ulating 6� (] Carpet o R11 Batt Insulation Kitchen Bdrm� 4 l I Tile `,,, 10'-1" Ceiling 12 L-1 • - 3'-4 0" 4'-$" 8'-8" a 12" V-4�1/2" 7'-31/2" 5'-01/2" 2'_k• 10' p 8'-1" - Ma• 24 s.h. ubAx Cing. a a ` Frame Down Ref. --- ------ -- Temp. 0 ` a Tile I_Ilipic Arch- I 3 _ ' - --- _ White 42' H Knee Wall ------ 00 ern--------� - Frame down/2^x 24 1 z" R.O. m r I of p' Header R.A.G. a Dp B a I I n d.1 l<� Enclosure Medicine Cabinet (2 2 x 1 I I9,.. h 04 w a 1ul Tub • i a I v ad Brng Header I I I Ir ; I 8,_1„ CO , „ L 1= I CO 8 -1 rra,t�#1 Tile Cing. Ag. 0Wall s I 14 Dining I I LT m 2n Cing. 1 LoaDdIM I 1 venit I 1l J) ® ❑ wI 10'-1" I Ia E 10 -1' Ceiling 0f (2) ead �2 Lof I./� a�HB Office mI I %DBL266 Cing. II-EVINYL m -_ 7 1�)'-1" Ceiling NI b I IW� Nw.h. ma, QVINYL O .I Door I 1 NU Load Brn Wa I 0 0 O W Knob I I H32 h. Egress L-4 11'-5" 6'-8" II I 11'-4 1/2" I 3• 6' --- 10, I I " 01 0I I I aliard I J O a Al 6 N Load B Attic Access with Ladder 19, ID El El 11fli 25 s.h. I om I I 25 s.h. a Garage o a 11 i I 8'-1 from FFE o Electric cIng. I I E I I Light Fink At ' Storage Above N Panel LV 11 1" Cing. a\ _ O O =---- ----- O in Struck Block 3" 3" ° S-6" X-6" a a L-g 16070 Overhead 0 00 7119IF11 11D Floor Plan scale: 1/4" = 1'-0" l`'t� 14Mi li I.il 1 i i IIF Ilk > to I L-1 36" x 16" Fixed Temp. Glass Obscure INSTALL ASTM D225 #30 FELT PER HVWZ CODE INSTALL # 15 FELT SLIP SHEET INSTALL 26ga. GALVALUME DRIP EDGE W/VALLET 4%6" J RAKE PIPE BOOT, VENTS FASTEN 26ga. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. SEE CONNECTOR SCHEDULE 12 PRE ENS. 61/� TRUSSES 244" c.c. ALUM. DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.—,, VINYL PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FI R30 BLOWN INSULATION ABOVE LIVING AREAS 1 /2" CLN G. 1 x 4 P.T. BOARD FIRESTOP (1) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT 11 WEL NTGROUT FLLEDO ELLS 1 x 2 P.T. FURRING 24"1 -139 CORE FILLED INSUL. AT LIVING AREA /2" GYP. D.W. tj I LO.1 FIRE TOP is L-1 2500# CONC. FOOTINI WITH (2) #5 REBAR 25 s.h. Egress 36" x 16" Fixed Temp. Glass +Obscure HB co FPL Meter N Location to be determined Underground Service GRADE °v min. L_ — —, 4" 2500# rIBERMIX CONC. OVER 005 'NiAPOR BARRIER SEE FOOTING ON CLEAN COMPACTED, DETAILS TERMITE TNEATED FILL Typical Wall Section scale: 3/4 = 1'-C" NOTE: THIS HOME HAS SEPTIC AND CITY WATER DO NOT WIRE FOR GRINDER WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4" x 63" Singlehung H32 27 1/4" x 26" Singlehung 35 54" x 63" Singlehung 25 s.h. 37 3/4" x 63" Singlehung Non elliptical 36" x 16" Fix. Glass Transom 37 3/4' x 17" Fixed Glass 24 37 3/4" x 50 5/8" Singlehung Temp, Glass All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE QExterior Doors Interior Doors Size Type iO Double 3080 FG Smooth Finish with Dead Bolt 0 16' x 7' Overhead Steel 3U 9068 Sliding Glass Door 2868 aeon a aes qua style with weatherstrip & Threshold ® 2668 Masonite "Classique" style H.C. 2868 Masonite "Classique" style H.C. 10 4068 Masonite 'Classique" style H.C. Bifold 11 2068 Masonite "Classique" style H.C. 12 6068 Masonite 'Classique„ style H.C. Void 13 2668 Masonite "Classique" at* H.C. 14 2668 Masonite 'Classique" style H.C. Bifold 15 6068 Masonite "Classique" style H.C.Bipase 16 (2) 2668 Double French Doors No Gloss 17 2868 Masonite 'Classique" style H.C. Bifold 16 2068 Masonite 'Classique" style H.C. Bifold RECEIVED FEB 2 6 2018 ST, Lucie county, Perm,trino Scope of Work Single level CBS single family residence Building Code 2017 Florida Building Code: Residential 2014 National Electric Code Desian Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: N.A. Wind Speed: 160 MPH (3 second gusts) Wind Importance Factor: 1.0 Building Category: II Wind Exposure: B Internal Pressure Coefficient: .18 Structure Designed: Enclosed Soil bearing capacity: 2000 p.s.f. Area Tabulation Living 2190 Garage 444 Porch 176 Entry 66 Total 2876 Cast in Plane Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5'-10) T ical cast in place tie beam to be a min. 8 x 12 with two W5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based on minimum 4" nominal bearing. Exception: Safe loads for unfilled U lintele must 1. Inst llation of U lintels must comply with architectural and%r structural drawings. be rr��Qpced by 20% If bearing length is lase than 6 1/2 . 2. U lintels can be field cut to the required length. 2. N.R. a Not Rated 3. Cast in place concrete may be provided in composite U lintel in lieu of concrete masonry units. 3. Safe loads are superimposed allowable loads. 4. The exterior surface of U lintels installed In exterior 4. One #7 rebar may be substituted for two #5 8 lintela concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other rebar in Inch U only. approved coating. 5. All safe loads in units of pounds per linier foot. 5. Concrete masonryunits used in composite U lintel shall S. All safe loads are based on simply supported span. be laid in a running bond. 7. Safe load ratings based on rational design analysis 6. Shore composite lintels as required. per ACI 318 and ACI 530. 7. Uverticalore manufactured with a 51J2" long notch at boththends to accomodate vertical cell( reinforcing and grout. ALMN rr I �ac I T8F16-1B/1T 7 5/65/6" Lintel TvDe Desianation Cast Crete Lintel Schedule Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 psi with maximum 3/8 inch aggregate and 8 to 11 inch slump. 2. Rebar per ASTM A615 Grade 60 3. Concrete masonry units (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S All Rebar to be #5 Grade 60 min. MARK LENGTH OF UNTEL ALLOWABLE GRAVITY LOAD APPLIED GRAVITY LOAD ALLOWABLE UPLIFT LOAO APPLIED UPLIFT LOAD BEAM SPECS. L-1 4'-6" 6113 1273 2724 590 81716 1T/1B L-2 10'-B" 1386 564 798 281 BF16 1T/18 L-3 5-10" 4360 1325 2093 628 BF16 1T/lB L-4 3'-6" 6113 150 3574 47 81716 1T/1B L-5 4'-6" 11809 200 5379 60 BF40 1T/1B L-6 7'-6" 1 3685 200 3508 60 8RF24 1T/1B L-7 5'-4" 10127 268 4924 226 OF32 1T/iB -4" 3486 150 1811 47 BF24 1T/19 L-9 17'-4" 1 1194 200 468 60 8F181T/18 Min. Beam derthe shown, beams may be increased without cement At Lir(,tels 30 deep or larger, provide (1) #5 vertical rebar at 24 o.c. along length of lintel 1:� ti; � M Cc o Cn I M -.4- � I ¢ Z 04 00 Q w = U U ` 5 ¢ o t J U a- L 0 C o1 o Q ci 11 q —Z W V C Ui ao �Z LL1ton N LL a3 z Z ° V w Lu Q N / r b c O xc C0 O � NU N d Zo C- J 0 vLj ) Q F- cn w M I w m > d- z C4 I � J Z J Q cD w J 0 O J LL rT w LL < CD C W 2 m a a ZE yQCl C J cc J � d I z <C o I 14' 22' 24' 4'-5" 5'-2" 4'-5" 2' 9'-4" 5'-2" 3'-10" 1'-8" 4'-4" 4' 4'-8" 3'-10' 3'-2" 4' m o 011 o d ----_ — ___ __ o 0 0 0 0 0 0 0 F-1 F-5 F-1 — — o I I I I a M I i o o o f t o D I F-3 I F-3 —3-1 2" f l El al 00 0 0 0 l t o o i-------- -----F--- -----I I \ M p ( I Verify recess with Contractor I F�1 M 0 II F11 N O M to 4" 2500# FIBERMIX CONC. 121 I OVER .006 VAPOR BARRIER 3-6" a-e 1/4" OTERMITE'TREA M TREATED I ❑ 0.00' Assumed F.F.E. El I I I° I I t o X-6I °I I I * ^ I I I HB 7 —J I I -----------' — F-3 --I _ — ------_4""----- --� o HB ist F-1 0 IE]i I0I 0 I F-3 N 4" 2500# a l N I I I cone. pad 42"x42" a FL 0 I ° — — — — — F-1 — — — — — — — — — — — — F-3 — — — — — — —1 F-1 0 o a o o o 0 0 0 0 l I a —3-1/2 I I I I ' I—F-5 I 5 pad raconca 5 o I a �I---- N I F, 2 N i I I I ------- I I -_-- --- o--- F-5 n 24" x 24" 3^ I I a 16" Deep Bi 20' " F oting with I io (#5 rebar ❑ each way Typical I Slope for Garage Dr. a ----- — 2 F 2------ F 00 0 3'-8 3/4" X-10" '-7 3/4" 2• 7' 2' '-7 3/4" N-10" '-7 3/4" 2'-8" 3' 2'-8" 10'-21/2" 11' 9'-1 1/2" 2'-8" 16' 2'-8' 8'-4" 30'-4" 21'-4" -oundation )oting Plan scale: 1 4" = 1'-0" F-1 16" x 16" mono. footing with (2) #5 rebar Cont. 4" 16" 16" MONO. EDGE FOOTING F— 2 16 x 16" mono. footing with (2) #5 rebar cont. and curb 8" 4" to 6" 4" -- 16" 16" CURB FOOTING AT GARAGE F— 3 16" x 16" mono. footing with (2) #5 rebar cont. see Ian 4" r 4 12 16" STEP FOOTING F— 5 8" x 8" thick edge with (1) #5 rebar cont. 8" PATIO EDGE F-6 Recess 4" at Shower 8„ 4" 4' 8" 16" • 16". TYP. SHOWER RECESS F— 7 16" x 16" mono. footing with (2) #5 rebar cont. 4" 112— __F 16" INTERIOR BEARING FOOTING GENERAL FOUNDATION NOTES Concrete shall be a minimum of 4" thick over clean, compacted, termite treated fill and 6 mil polyethylene vapor barrier. If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage Concrete shall have at minimum compressive strength of not less than 2500 p.s.i. All 90 deg. hooks are to be extended 10" minimum beyond the turn. Field bends are to be done cold and the diameter of the bend, measured on the inside of the bar, is not to be less than six bar diameters. Minimum coverage for rebar shall be 3" in footings and 1 1/2" in bond beams. Hooks may be rotated horizonitally if required to achieve minimum coverages. Rebar overlap shall be 48 bar diameters. 30" for #5 rebar The foundation design assumes that the soil has a minimum load carrying capacity of 2000 p.s.f. In the event the soil bearing capacity falls below 2000 p.s.f. This foundation plan may be superceded by Foundation Design Engineer. Satisfactory compaction test of fill does not verify lower soils are adequate. All specifications and dimensions to be verified by contractor. All exterior slabs shall slope a minimum 1/8" per foot for drainage FORMWORK & SHORING No structural concrete shall be stripped until it has reached at least 80% of the 28 day design strength. Design, Erection, & Removal of all formwork, shores, & reshores shall meet meet the ACI Standards 347 and 301 Contractor to verify all building setbacks prior to the start of construction. A formboard survey shall be submitted to the building department for approval prior to pouring concrete. SOIL STATEMENT: Foundation has been designed "for a soil bearing capacity of 2000 p.s.f. Fill shall be laid in layers of 6". Each layer to be compacted to 95% compaction. If the contractor encounters, while digging the foundation, any discrepancy to suggest the soil may a inadecuate, he must immediately reporf it to the owner and the Architect or Engineer so as to order a soil boring test. Dowel Rod Repair Note In the event vertical steel has been omitted from the down pour locations, drill 5" into concrete (no closer than 3 3/4" from edges and 5' from end of cap walls) Remove dust per manufacturers instructions and use Two part epo> to anchor the #5 rebar in place. Use either "Hilti C-100 or Simpson Epoxy -Tie. PLUMBING NOTES. Plumber to consult with contractor and equipment ordered for rough in dimensions. Verify all dimensions with the floor plan. The floor plan dimensions dictates all other dimensions on other sheets. Do not scale drawings, if any conflicts arise, contact the Architect or Engineer for clarification prior to construction. All sanitary lines 2" or less shall have a slope of 1/4" per foot minimum. All sanitary lines above 2" shall have a slope of 1/8" per foot minimum. Provide Anti —Scalding Valve in all showers. Lowest living area floor elevation (refered as 0.00') to be set by a professional land surveyor to the required building department elevation, but not less than 18" above the crown of the road. to SEPTIC system Plumbing contractor to provide a water hammer & shut off valve at each fixture Insulate all hot waier lines 3" v.t.r. 2" v.tIr. 'I I I I �g Riser Diagram �e�\GE. 0. 66080 �'. STATE 06 1111'10 ad Ai a aaa Of a Cn o (0 to to rn d r- C-0 r` Z N N O a of w = U U Z Z U w J of cy U CO co uS V m a 0 �Z z ono cc a1 :�LL N a n Z V w un 0 o W �o �ro00 � x 4� �ti U 0 0 CL, oa J � w I 0 LU cn o N w 00 rri o m > Lo Q0 Qz � o '1 J Z M n :4♦_ 0 _, O 6 N I— J 0- Q z o Z w o> a o' w m zd z ro m J 5 to Y 3 � U) N � w w z I LLi a- o < U N M INSTALL OWENS CORNING WEATHERPROOFING UNDERLAYMENT WEATHERLOCK SPECIALTY TILE & METAL INSTALL 26ga. GALVALUME DRIP EDGE W/VALLET 4"x6" J RAKE PIPE BOOT, VENTS FASTEN 26ga. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. 11'-1" 10'-1"t T.O.B. Window Head 0.0 0' F•F_E: r _ k 12 6� Textured Stucco . 10' Ridge Ven Textured ■■ ■■■ ■ ■ ■ ■ ■■■ Textured Stucco 3 1 2 13 3 3 - - - - - - - - - - - - - - - - - - - - \ 1 / fqu14" Rais d Sm oth 12 \ \ / 2 I 1 \\ \--------- WIM ■ ICI I■I ICI I■I I■i Imo! Ili I■I �� ICI ICI III I1I " I0I IMI ICI ______ WM 006, l�l I�i ICI l�l ICI ICI ICI ICI ■ 01 I01 I -I lMl I■i IWMAli I■I I■I ■ �iEVA 6" Raised Stucco Lap Smoothes / CtucFront Elevation nn Rnneic Tvn. Textured Stucco 10' Ridge Obscure Obscure k'ck latEs I['....k'ck late k'ck plate k'ck plate kick plate k Left Elevation scale: 1/4" = 1'-0" Textured Stucco Right Elevation scale: 1/4" = 1'-0" Rear Elevation scale: 1/4" = 1'-0" Textured Stucco 2 / 1 \\�2 J 3 3 1 2 ///// \\ 2 A22 Wind Zone - Roof Plan 2 \\ 1 � I 1 I I 2 1 1 2 2 1 3 1 1 2 3 I 1 1 2 I/ /2 2 J iA 2 ^ 2 3 3 31 2 1 3 Wind Zones - Walls Allowable Wind Pressures End Wind Trib. Zones - PSF Zone Speed Area 1 2 3 4 5 <10 s.f. -30.6 -53.8 -78.8 +33.5 +33.5 -36.3 -44.8 20 s.f. -29.8 -49.0 -73.6 +31.9 +31.9 160 4 ft. mph 1 -34.8 -41.8 +29.9 +29.9 50 s.f. -28.6 -43.3 -66.9 -32.7 -37.8 +28.5 +28.5 100 s.f. -27.7 -39.1 -61.8 -31.3 -34.8 500 s.f.><><>< +24.9 +24.9 -27.7 -27.7 Gross pressures are for windows, doors, framing roofing, and other building components and cladding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 L E L E L drdrdrdrdr O rn � - to r c0 co co r z cV d •- � 0 R2 U w U = U ry- Z J of w p c0 c N V (0 'M o o 0 0 rn ~ m c 1 U q �Z w - vi a w N o o w N z u �, =O 16 F a N _6 Q' � O Z V w � 14KJ � o w P, 400104 40 Cj 'Go b"" a�mm Y m ; O U2 0 0 0 ti Q. J Li CD o I LJ CDv) o 00 �� w o cn Po Elf o m > Lo C:) N Q O Cq J z M V) Z 0 o Q W U W W Z W of W �> U of CD o' m Z Q M m M - - J cD Y 0 z o Q CD M INSTALL ASTM D225 #30 FELT PER HVWZ CODE INSTALL # 15 FELT SLIP SHEET INSTALL 26ga. GALVALUME DRIP EDGE W/VALLET 4%6" J RAKE PIPE BOOT, VENTS FASTEN 26ga. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. Textured Stucco A `1 10' Ridge 12 6� Eli I01 Iml F01 IMI l0l ICI IMI ICI C ■■■ ICI IM ICI ICI ICI ICI ICI I�i C ■ N ICI ICI ICI ICI ICI ICI ICI ICI' WWI 6: Raised 4�ucco Lap I I Stucco :...Front• • �J 10' Ridge Ven Right Elevation scale: 1/4" = 1'-0" Bear Elevation scale: 1/4" = 1'-0" Textured Stucco 31 3 N ` I` 2 2\\ �1 \ / / 2 2 2 /J 2 2 1 2 2 — — \1 2 ` — � 2 / 1 \ 2 � 3 3 I 2 // N\ 2 1 2 1 2 1 2 /3 1 2 13 31 13 Wind Zone — Roof Plan \ 2 1 2 I _3 3 2 /2 2 \\ 1 1 I 2 2 I I 1 1 \I 2 2 2 n 2 Z 1�X13 3231 Wind Zones — Walls Allowable Wind Pressures End Wind Trib. Zones — PSF 1 2 3 4 5 Zone Speed Area +33.5 +33.5_36.3 <10 s.f. —30.6 —53.8 —78.8 —44.8 +31.9 +31.9 160 20 s.f. —29.8 —49.0 —73.6 _34.8 —41.8 4 ft. mph 1 1 +29.9 +29.9 50 s.f. —28.6 —43.3 —66.9 _32.7 —37.8 +28.5 +28.5 100 s.f. —27.7 —39.1 —61.8 —31.3 —34.8 +24.9 +24.9 500 s.f. _27 7 —27 7 Gross pressures are for windows, doors, framing roofing, and other building components and cladding. Roof Zones: 1 thru 3 Wall Zones: 4 and 5 J. 0 N 6o8o STATE 0 6 iial i Or O Q O Or o sh co to ca rn .44- sa 00 ;MCW ¢ Cy 0 w = Of - U U U Z J > Q O w 1q— U a_ CJ Cn °c N 0 V � � a �+ o C5 0 � 0 o Y T = rn ~ a C7 c 3 m �Z V W M N w � M V1 z H�w4 w Z, j O F N vi 06 u Z a �� V w � w �, a /p / N r �00 c�IT ®� a� M O U o.awm 7 .a O 0 � � N 00 t` U5 c' o tia J C7 I LLS p C7 V) ¢ a \ o0 Ca wLLI NM Elf o O m Ln p Cq C Z C) J Z M z 0 0 Q J w U J \a W W Z W �FLU of C? M M Q M g Q J(CD O] CO Y � o � N w Z W CX w Q O V) p M GENERAL ROOFING NOTES Roofing to be composed of and attached to pre manufactured wood trusses as follows: Felt underloyment (min. ASTM 0 226 Type II) with 4" min. side and end laps, fasten with coorosion resistant annular ring shank nails at 6"o.c. in laps and in staggered rows spaced 12"o.c. in field. If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. 19/32" plywood sheathing or equal installed with staggered joints & GI clips, nailed to trusses with 8d corrosion resistant annular ring shank nails spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. All roof trusses are to be pre -manufactured assemblies provided by a licensed wood truss fabricator with seperate drawings and data prepared for actual project conditions by a Florida registered professional engineer certified for truss design. Any deviation from the proposed plans os shown regarding placement or bearing shall be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall govern after fabrication. The handling, erection, and fixing of wood trusses shall be in accordance with the specifications contained on the certified mfgr's. drawings and data. All engineered headers and truss hangers to be provided by the truss manufacturer. Splitting or cracking of structural components due to installation of hardware is not permitted. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and standard practice. BUCK ATTACHMENT NOTES AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 1/4" DIA. TAPCONS WITH 2 1/4" EMBEDMENT INTO C.B.S. SET A 6" FROM CORNERS AND AT 12"o.c. MAX. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS OR T NAILS 4" FROM ENDS AND 12"o.c. USE "STRUCTURAL" SHIMS DURING DOOR INSTALLATION WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED. SHEATHING NAILING NOTES Nailing Pattern Zone 1: 8d at 6"o.c. field & 4"o.c. edges Zone 2: 8d at 4"o.c. edges & field Zone 3: 8d at 4"o.c. edges & field Pneumatic Nails Pneumatic or mechanicaly driven nails will be accepted under the following conditions: Min. nails size 8d or larger ring shank with Min. shank diameter: .113 Min. Length: 2-1/2" Min. Head Diameter. .280 Full Round Min. Ring Diameter .012 over shank dia. Min. 16 to 20 Rings per Inch Note Gun nails shall be permitted as an acceptable fastener from any manufacturer Wood screws meeting the same size requirement may be used in lieu of nails without comment Nailing Schedule ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. at supported panel edges and #8 gun nails at 6"o.c. at intermediate supports. ROOF SHEATHING TO GABLE END FRAME Use #8 gun nails at 4"o.c. EXTERIOR SHEATHING Use #8 gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field EXTERIOR CEILING & SOFFIT NOTE 7/8" Stucco finish over 3/8" high ribbed galv. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" dia. head 6"o.c. max. edges to be tied and nailed at 9"o.c. Provide one layer of 15# felt to bottom of framing before installing lath. INTERIOR WALL FRAMING NOTE Interior non bearing walls to be metal studs (25 Ga.) 24"o.c. Crimper may be used in lieu of screws. THRESHOLD NOTE At egress door (Entry Door) the max. hgth. of the threshold shall be 1/2" STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall conform to ASTM A-615 grade 60 specifications. Lap continuous reinforcing 48 bar diameters or 30" in beams and in slabs. Lap bottom steel over supports and top steel at midspon. Hook discontinuous ends of all top bars. Reinforcing steel shall have a minimum of 1" concrete cover, or as follows: BOTTOM TOP SIDES Beams: 1 1/2" 1 1/2" 1 1/2" Slab on Grade: 1 1/2" 1" Structural Poured: 3/4" 3/4" _ Poured Walls: 3/4" Slabs exposed to the weather 3/4" Reinforcing steel shall be detailed and fabricated in accordance with the "Manual of Standard Practice of Detailing Reinforcing Concrete Structures" and the current "ACI Building Code 318" All structural steel shall conform to current ASTM Specification A-36 All wood in contact with masonry shall be pressure treated or approved seperating material. All dimensions shall be verified in field by the contractor. If there are any discrepancies the Architect or Engineer shall be notified before proceeding. All Design and Construction shall be inaccordance with the current American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: Column Footing and Wall Footing: 3000 P.S.I. Column and walls from foundation to roof: see column schedule. All other concrete: 2500 p.s.i. Footing sizes and reinforcing are based on allowable soil bearing capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this is not the case, the Architect or Engineer shall be notified before proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.L (c) Roof members should be secured to the beams or other structural components with hurricane anchors for wind uplift. All wood members shall have a minimum fiber stress in bending of 1200 p.s.i. with 1/360 max. deflection. All bolted connections shall be 1/2" Cadmium plated or better. Lag bolts to be used only in shear connections with minimum 4" threaded penetration past steel plate. Lag bolted conditions shall be drill tapped no larger than the I nternal thread diameter and shall not be hammer driven. Under Girder Trusses provide equal number of studs as girder plys at frame bearing locations GENERAL REQUIREMENTS All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, accomodation, transport/freight, and all other cost related to the completion of this project., unless explicitly identified here. Owner is responsible for all municipal related charges such as impact fees, and water connection, except building permit fees, which are to be included in the construction bid. General contractor to check all drawings for errors and ommissions and bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Architect is not responsible for the contractors method or means of construction. Unless otherwise noted, the installation of specified hardware shall conform to the manufacturers instructions and standard practice. All plans and drawings are not considered complete until they have been reviewed and approved by the Building Department and the building permit has been issued. 1 Wall and ceiling finishes (not including trim) shall have a flame spread index of not greater than 200 and a smoke developed index of not greater than 450. Insulation shall have a flame spread index of not greater than 25 and a smoke developed index of not greater than 450 (not applicable to facings when installed in concealed spaces with facing installed in substantial contact with the unexposed finish surface). 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & #5 'VERT. a... DOWEL � P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK AS NOTED. I I DOOR SIDES 1/2" x 6" REDHEADS WITH MIN. 2/ x 1/8"WASHER 12" FROM ENDS I I AND 24"o.c. MAX. "OR" 50" x 6" REDHEADS WITH MIN. 2 x 1/8"WASHER 12" FROM ENDS AND 28"o.c. MAX. "OR" 1/4"x1-1/4" MIN EMBEDMENT SPACED 0 7-1/2" O.C. W/1" O.D. WASHERS SPACED BOTTOM ANCHOR 0 3-1/2- FROM BOTTOM OF 2x5 & TOP ANCHOR AT LEAST AS HIGH AS THE DOOR OPENING DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o. c. Garaae Door Buck Detail 90 DEGREE HOOKS OVERLAP 25" MIN- Chanae in Bond Beam Elev. 1 x 4 bottom chord brocina 24" rr tru ss 10'-0" Bottom Chord Lateral Bracinc corner bars at beam — (outside only) (2) corner bars at footing (min.) vert. dowel lapped with wall reinforcing, all laps 25' (min.) in grout filled cell Grout filled C cell with #5 rebor 8 x 16 x 8 CBS Exterior Wall all corner bars to be the same size, number, and spacing as horizontial bars In footing, beams, and walls Corner Reinforcing Detail typical concrete Typ. Arch Header Framing TYPICAL FOR 1/2 ROUND TRANSOMS 2 p.t. 24"o.c. wall section insulation type d.w. ypical 2 x 4 tud bearing all See Connector Schedule Pre Eng. Wood Trusses 24"o.c. (2) 2 x 4 top plate continuious 2 x 4 studs 16"c.c. 2 x 4 PA. plate fastened to foundation with 5/8" x 6" wedge bolts 24"o.c. use 1/8" x 2" washers 2 x 8 p.t. plate anchored above with 1/4 x 3 1/4" Tapcon screws at 12"c.c. and 6" at ends. and on sides with (4) 1/4" x 3 1/4" Tapcon screws. c.d.x. plywood on h side and bottom nail as per struct. notes 2 x 4 p.t. stud fastened to filled cell with 1/4" dia. x 2-3/4" long tapcons ® 6" (from ends & 24" o.c. Brng. Wall Attachment Detai scale: 1 1/2" = 1'-0" (2) 2 x 4 top plate sp4 16"c.c• (6) 10d nail (2)2x12h bond togethr with 16d at 4 at every stud th (6) 10d nails :)& sole plate '2) msta18 '14) 10d nails :) 2 x 4 studs 21a�e p.t. Brno. Header Detai simpson "sp4" fastner at each stud (6) 10d Simpson "sp4 fastner at each stud top & bottom (6) 10d (2) 2 x 4 top plate CONTiNUIOUS 2 x 4 Full height Cont. Studs 16"o.c. Roof Trusses 24"o.c. Flash and -- Counter Flash (2) 2 x 4 Blocking 2 x 4 studs 16"c.c. 2x4 Blocking mid height Top Plate to Truss with (1) MTS18 with (7) 10d to plate and (7) 10d to truss simpson "sp4" fastner at each stud (6) 10d 1/2" D.W. \\ F-7 / --------ej Interior Brng. Wall Two Stage Brn /Roof Trusses 24"o.c. simpson "sp4" fastner at each stud top & bottom (6) 10d 1/2" D.W. Wal v > `o 0 0 rn oa CD 0 M0 ca z w CD U 0 C7 z o J w � C m 0 U z 0 v� tZ L: C3 6 C3 C3 0 U) 1n V) (n to o -.- ca co co Cn Rt- r� (o r� '4-N z C14 0 U w U = � Z jamQ[ U w J J C� Q d U Fa- 0 CD 6 v o 0 oa 0` Y �? V) 0 o a! �v �Z w 5V C a� `rZ ho wo Lu z�E�, 0 V ILL 04 j F Z N V w an o w o. I (j > a0 ® yCyjO 4. m �o x C Um M N (0 a o�Y a a " O 0 ti a w I o Q U) ¢ a �N w rn ao LiJ M Ckf CD M >_ u7 p pV� v N Q J Z 7 z O J ,4 J w U J Q W � V) W w � O < w > z c: of M Q Ad �. Ad C Q m = J CC) Se 3 (0 N Z M � GENERAL ROOFING NOTES STRUCTURAL NOTES: All reinforcing steel shall be high strength billet steel and shall Roofing to be composed of and attached to pre manufactured conform to ASTM A-615 grade 60 specifications. Lap continuous wood trusses as follows: reinforcing 48 bar diameters or 30" in beams and in slabs. Lap Felt underlayment (min. ASTM 0 226 Type 11) with 4" min. side and bottom steel over supports and top steel at midspan. Hook end laps, fasten with coorosion resistant annular ring shank nails discontinuous ends of all top bars. Reinforcing steel shall have at 6"'o.c. in laps and in staggered rows spaced 12"o.c. in field. a minimum of 1" concrete cover, or as follows: If roof pitch is < 4/12 install (2) layers 15# felt. If roof pitch is 4/12 or greater, install (1) layer 30# felt. BOTTOM TOP SIDES 19/32" plywood sheathing or equal installed with staggered joints & GI clips, Beams: 1 1/2" 1 1/2" 1 1/2" nailed to trusses with 8d corrosion resistant annular ring shank nails Slab on Grade: 1 1/2" 1" spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. — Structural Poured: 3/4" 3/4" _ All roof trusses are to be pre -manufactured assemblies provided by Poured Walls: _— _— 3/4" a licensed wood truss fabricator with seperate drawings and data Slabs exposed prepared for actual project conditions by a Florida registered to the weather 3/4" professional engineer certified for truss design. Any deviation from the proposed plans as shown regarding placement or bearing shall Reinforcing steel shall be detailed and fabricated in accordance be brought to the attention of the truss engineer prior to fabrication of the trusses. The truss manufacturer's certified layout shall with the "Manual of Standard Practice of Detailing Reinforcing govern after fabrication. Concrete Structures" and the current "ACI Building Code The handling, erection, and fixing of wood trusses shall be in All structural steel shall conform to current ASTM Specifica n A-36 accordance with the specifications contained on the certified mfgr's. drawings and data. All wood in contact with masonry shall be pressure treated or proved All engineered headers and truss hangers to be provided by the seperating material. truss manufacturer. All dimensions shall be verified in field by the contractor. If there Splitting or cracking of structural components due to installation of any discrepancies the Architect or Engineer shall be notified before hardware is not permitted. proceeding. Unless otherwise noted, the installation of specified hardware shall conform to the truss manufacturers installation instructions and All Design and Construction shall be inaccordance with the current standard practice. American Concrete Institute (ACI). and the American Institute of Steel Construction (AISC), The Florida Building Code and all applicable local codes. BUCK ATTACHMENT NOTES Structural Concrete shall attain a minimum ultimate compressive strength (Fc') in 28 days as follows: AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 1/4" DIA. TAPCONS WITH 2 1/4" EMBEDMENT Column Footing and Wall Footing: 3000 p.s.i. INTO C.B.S. SET A 6" FROM CORNERS AND ATT 12"o.c. MAX. Column and walls from foundation to roof: see column schedule. All other concrete: 2500 p.s.i. AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS Footing sizes and reinforcing are based on allowable soil bearing OR T NAILS 4" FROM ENDS AND 12"o.c. capacity of 2000 p.s.i. All footings shall bear in virgin soil. If this USE "STRUCTURAL" SHIMS DURING DOOR INSTALLATION is not the case, the Architect or Engineer shall be notified before WOOD AND/OR CEDAR SHIMS SHALL NOT BE USED. proceeding with the work. Timber (Heavy Timber Construction) (a) Truss manufacturer shall submit a signed and sealed shop SHEATHING NAILING NOTES drawings by a registered Engineer. (b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i. (c) Roof members should be secured to the beams or other Nailing Pattern structural components with hurricane anchors for wind uplift. Zone 1: 8d at 6"o.c. field & 4"o.c. edges All wood members shall have a minimum fiber stress in bending Zone 2: 8d at 4"o.c. edges & field of 1200 p.s.i. with 1/360 max. deflection. Zone 3: 8d at 4"o.c. edges & field All bolted connections shall be 1/2' Cadmium plated or better. Pneumatic Nails Lag bolts to be used only in shear connections with minimum Pneumatic or mechanicaly driven nails will 4" threaded penetration past steel plate. be accepted under the following conditions: Min. nails size 8d or larger ring shank with Lag bolted conditions shall be drill tapped no larger than the Min. shank diameter. .113 internal thread diameter and shall not be hammer driven. Min. Length: 2-1/2' Min. Head Diameter. .280 Full Round Under Girder Trusses provide equal number of studs as girder Min. Ring Diameter .012 over shank dia plys at frame bearing locations Min. 16 to 20 Rings per Inch mom 4L Nate GENERAL REQUIREMENTS Gun nails shall be permitted as an acceptable fastener from any manufacturer All work to be as per the current edition of the Florida Building Code and meet or exceed all applicable local requirements. Wood screws meeting the same size requirement may be used in lieu of nails without comment General contractor is responsible for all labor, materials, utilities, testing, waste removal, storage, securing of site, occomodation, transport/freight, Nailing Schedule and all other cost related to the completion of this project., unless explicitly identified here. ROOF & FLOOR DIAGRAM Use sheathing with #8 gun nails at 6"o.c. Owner is responsible for all municipal related charges such as impact at supported panel edges and #8 gun fees, and water connection, except building permit fees, which are to be nails at 6"o.c. at intermediate supports. included in the construction bid. ROOF SHEATHING TO GABLE END FRAME General contractor to check all drawings for errors and ommissions and Use #8 gun nails at 4"o.c. bring them to the attention of the architect prior to starting any work, or ordering any materials of the respective division of work. If such errors EXTERIOR SHEATHING and ommissions are not reported in writingto the architect, any resulting damages or costs shall be born entirely by the general contractor. Use #$ gun nails at 4"o.c. at panel edges and #8 gun nails at 4"o.c. at panel top and bottom and 6"o.c. in field Architect is not responsible for the contractors method or means of construction. }fz° EXTERIOR CEILING SC SOFFIT NOTE Unless otherwise noted, the installation of specified hardware shah conform to the manufacturers instructions and standard practic 7/8" Stucco finish over 3/8" high ribbed galy. wire lath fastened to framing members with No. 11 guage nails with 1 3/4" embed. with 3/8" All plans and drawings are not considered complete until th have been dia. head 6"o.c, max. edges to be tied and nailed at 9"o.c. reviewed and approved by the Building Department Provide one layer of 15# felt to bottom of framing before installing lath. and the building permit has been issued."r INTERIOR WALL FRAMING NOTE Interior non bearing walls to be metal studs (25 Ga.) 24"O.0 Crimper may be used in lieu of screws. THRESHOLD NOTE At egress door (Entry Door) the max. hgth. of the threshold shall be 1/2" 8" x 16" C.M.U. WITH CELLS FILLED WITH GROUT & #5 VERT. .�... DOWEL c P.T. 2 x 6 AT (3) SIDES OF OPENING, FASTEN TO BLOCK I I AS NOTED. I I DOOR SIDES 1 I 10" x 6" REDHEADS WITH MIN. 2 x 1/8"WASHER 12" FROM ENDS I I AND 24"o.c. MAX. "OR" 518" x 6" REDHEADS WITH MIN. 2 x 1/8"WASHER 12" FROM ENDS AND 28"o.c. MAX. "OR" 1/4"x1-1/4" MIN EMBEDMENT SPACED ® 7-1/2" O.C. W/1" O.D. WASHERS SPACED BOTTOM ANCHOR ® 3-1/2" FROM BOTTOM OF 2x5 & TOP ANCHOR AT LEAST AS HIGH AS THE DOOR OPENING DOOR HEAD 1/4" x 2 3/4" TAPCONS STAGGERED 24"o.c. Garage Door Buck Detail Chanae in Bond Beam Elev. 1 x 4 hnffnm nhnrd hrnainn 24" rr truss t 10'-0" Bottom Chord Lateral Bracinc corner bars at beam — (outside only) (2) corner bars at footing (min.) vert. dowel lapped with wall reinforcing, all laps 25' (min.) in grout filled cell Grout filled C cell with #5 / I II II I II II 0 0 O r 'o m all corner bars to be the same size, number, and spacing as horizontial bars in footing, beams, and walls Corner Reinforcing Detail typical concrete Typ. Arch Header Framing TYPICAL FOR 1/2 ROUND TRANSOMS 2 p.t. 24"o.c. wall section insulation type d.w. ypical 2 x 4 tud bearing all See Connector Schedule Pre Eng. Wood - Trusses 24"o.c. (2) 2 x 4 top plate continuious 2 x 4 studs 16"c.c. 2 x 4 PA. plate fastened to foundation with 5/8" x 6" wedge bolts 24' o.c. use 1/8" x 2" washers x 8 p.t. plate anchored bove with 1/4" x 3 1/4" apcon screws at 12"c.c. nd 6" at ends. and on ides with (4) 1/4" x 3 1/4" apcon screws. c.d.x. plywood on side and bottom nail as per struct. notes 2 x 4 p.t. stud fastened to filled cell with 1/4 dia. x 2-3 4" long topcon�s 0 6° rom ends & 24' o.c. _[3rng. Wall Attachment Detail scale: 1 1/2" = 1'-0" (2) 2 x A top plate sp4 16"c.c (6) 10d no (2) 2 x1 2 with at Brno. Header De 4 at every stud th (6) 10d nails p& sole plate (2) msta18 (14) 10d nails (2) 2 x 4 studs 21a�e p.t. simpson "sp4" fastner at each stud (6) 10d Simpson "sp4" fas ier a� eac stu top & bottom (6) 1Od (2) 2 x 4 top plate CONTINUIOUS 2 x 4 Full height Cont. Studs 16"o.c. Roof Trusses 24"o.c. Flash and — Counter Flash (2) 2 x 4 Blocking 2 x 4 studs 16"c.c. 2x4 Blocking mid height TPlate to Truopss with (1) MTS18 with (7) 10d to plate and (7) 10d to truss simpson "sp4" fastner at each stud (6) 10d y 7 c 1/2" D.W. Q) N U ---7 U--- \\ F-7 / \ / Interior Brng. Wall / Roof Trusses 24"o.c. " 'al V) H 'o 0 V simpson "sp4" fastner at m` each stud top & bottom `0- (5) 10d 41 1/2" D.W. Two Stage Brng. Wall \\\IIIiifdlr`�// `-\c E f '• N k 080 m0'• STATTE�0 ; tZ C3 6 Ci d 0 rn rn V) V) rn C7 d- c.o cD r rn d t\ co r Z CV oc n Ca m w = � Z w a CD c iu 0 V RM 5 0 0 rn ~ m u � 3 m =Z a W W o+ V V a M N w Z o o w H zNu�, O C h N : r Z a 406 Q W a uo w o I -0"r COoo M ®� 0 M O 1 m �o x c UM .0 cc � CV ti � ti 0 Cn ° 0- � ti a V) w J o Q V) ¢ CD N w O) 00 LLJ (0CD m > Ln 8d N Q O J Z � U) z O CD < CD J w U J Q W a- (./) U W w 0:f o' w > z w a z m �_� 7 M m — O `J C) � 'Ti d rn LLJ Z w < CD of C~n C M PRODUCT APPROVAL Approval Number Product Model Number Manufacturer Glass Type Attachment Method Building Rated Design Pressures Product Rated Design Pressures 74 i 1 MI Windows Non FL15349.1 Fixed Window 185 / 3185 MI Windows and Doors I Non P 3/16" x 1 1/4" min embedment Tapcons at 2"/ 10"o.c. See Sheet A-3 + — 60.0 / i o ,i ii i, FL15180.8 Swing Doors Fiberglass Builder's Hardware Plastpro NA 1/4" x 1 1/4" min embedment Tapcons at 4"/18.25" o.c. See Sheet A-3 +/— 65.0 16546.4 7 Overhead Door 73W6 Clopay NA 5/16" x 1 5/8" min. embed. lag screw each bracket See Sheet A-3 Approval Number Product Model NumberManufacturer Attachment Method Building Rated Design Pressures Product Rated Design Pressures FL11651.13R2 Roofing 5VCRIMP GULF COAST of FL11651. w sealing washer in pattern/spacing per table "A" of FL11651.13 2 See Sheet A-3 —94.25/-131.00 FL17673.1 Soffit Vinyl em SidingGG Group F Channel to CBS with cased hard nails T or Stub Nails .097" dia. 5/8" long 24"o.c. min. 1 1/2" long roof nails with 1/8" dia. shanks and 3/8" head or staples with 1 long legs and 1 16 dia. at each nail hem. See Sheet A-3 +/— 47.2 FL11398.1 Storm Panels i 0.05" Alum. Town and 1 4" x 11 1 4" Embed. ITW Tapcons at 3" 18"o.c. See Sheet A-3 / FL9777.7 Weatherproofing Underlayment Weatherlock SSRdeciglet,yalTile Owens Corning SELF ADHERED AND BACK NAILED ® 12" O.C. See Sheet A-3 Roof Plan scale: 1/8" = 1'-0" •� `1, I o,!7f I` 41 Roof Trusses 24"o. c. Drill & Epoxy All Tread Rod In Concrete manufactured roof es 2'-0" o.c. I All "I -ywall cieling galvanized metal track or top plate -ywall both sides metal studs or 2x4 wood s spaced ® 24" o.c. !board (typ.) galvanized track or 2x4 i p.t. bottom plate hick concrete slab (2500 psi) with fiber mesh over vapor barrier over clean compacted termite treated soil TYP INTERIOR NON LOAD BEARING WALL SECTION }"=1' SCALE W/5/8„� MGT W/5/8"O THREAD ROD ALL THREAD ROD I (22) 10d AND (22) 10d 10 —1 10'-1" (3) 2x4 STUD 2x4 Stud Below Girder BELOW GIRDER !X4 II 2x4 BLOCKING ® MID HEIGHT 2x4 BLOCKING ® MID HEIGHT B04G GIRDER BEARING DETAIL At Garage Side If Applicable DRILL AND EPDXY ALL TREAD ROD IN CONCRETE B04G GIRDER BEARING DETAIL Single Stage Framing 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous - bead of caulk across the entire face of buck stucco finish perimeter caulk Attach p.t. bucks — with 8d coil nails at 12"O. O.C. CBS p d °, a ° - d Typ. Alum. window — jab or sliding glass doomr jamb NOTE: Method of attachment and waterproofing procedures are the some at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Window & S.G.D Includes Buck Attachment Method Min. 1 1/4" embedment at windows and min. 1 1 /2" embedment at sl. gl. doors 1 /2" drywall 1/4" max. struct. shim caulk attach as per manufacturers product approvals Jamb Detail at CBS Wal DESIGNED TO MEET THE REQUIREMENTS OF FBC 2017 SECTION R703.4 "FLASHING" Alum. window frame 3/8" continuous bead of — caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk stucco finish Gunable sealants shall comply with r I. a: e ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conc. sill corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill TviDical Precast Conc, Sill Detail O \�t�t+la'ti�f,r gjrO� L~ '�����r✓rr Z Ld i 0 O V 0 to Z o in � m w a Z O V) al 00 W N o 00 0 0 0 I!LL a o CY Of 0 o � cn cn co rn � r` r` Z N r � 0 3 a Of w = C9 o w J C� o- C.0 O) C0 c \ N U 0 0 0 Y a 2 � m 0 0 � HZ W n V1 m Z o 0 W _0 ZNUri �Ha� V I N Z N ed ti Z V w z w W Q N o N / i r (j Oa co �x G CO a N cn I 0 cn 0 P. ti V) n Q �Q \N w r 0::C) 00 d m >_ \ (0 n N Q cl J Z M V z Q W 0 " J Q U W U/ (I) z Q w a_ w < O M J o' w Z m ¢ Q d _ U ¢ 1r � M as _ Q J J � co i Y co V) o C Q Ln PRODUCT APPROVAL Approval Number Product Model Number Manufacturer Glass Type Attachment Method Building Rated Design Pressures Product Rated Design Pressures FL#:17499.2 S.H. Windows 185 SH MI Windows and Doors Non Impact 3/16at cons 4 x 1 1" " min embedment Ta 3' 8"o.c. / p / See Elev. +/— 55.0 FL#:15349.10 Fixed Window 185 / 3185 MI Windows and Doors Non Impact 3/16" x 1 1/4" min embedment Tapcons at 3"/ 10"o.c. See Elev. + /— 50.0 FL# 15332.8 Sliding Glass oor SGD 430 MI Windows and Doors Non Impact (2 Rows) 3/16" x 1 1/4" min embedment tapcons at 6"/17"o.c. See Elev. +/— 40.0 FL#:17184.14 Swing Doors Fiberglass Builder's HardwarePlastproNA 1/4" x 1 1/4" min embedment Tapcons at 4"/19" o.c. See Elev. +/— 65.0 FL#:16546.4 Overhead Door 73W6 Clopay NA 5/16" x 1 5/8" min. embed. lag screw each bracket See Elev. +36 / —42.0 Approval Product Model Num Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures FL#: 11651.13R2 Roofing 5VCRIMP F COAST #9-150.5" w//sealing washer in pattern/spacing per table "A" of FL11651.13f22 SEE SHT. A-3 —94.25/-131.00 P F Channel to CBS with cased hard nails T or Stub Nails .097" dia. 5/8" FLIP.17673.1 Soffit Vinyl em Siding' p long 24"o.c. min. 1 1/2 long roof nails with 1/8 dia. shanks and 3/8" head See Elev. +/— 47.2 or staples with 1 Ion legs and 1 16 dia. at each nail hem. FL# 11398.1 Storm Panels 0.05" Alum. Town and`' 1/4' x 11 1/4" Embed. ITW Tapcons at 3"/18"o.c. See Elev. +/— 47.2 g'-0" Span or L ss Country Roof Trusses 24"o. c. Drill & Epoxy All Tread Rod In Concrete 2x4 BLOCKING CAD MID HEIGHT Rn4l, riRnFR RFARINir. nFTAII At harage Jlae IT AppllcaDle �I, Below Girder manufactured roof as 2'-0" o.c. ��� ywall cieli galvanized metal track or top plate 'ywall both sides metal studs or 2x4 wood s spaced ® 24" o.c. board (typ.) galvanized track or 2x4 I PA. bottom plate 4" thick concrete slab (2500 psi) with fiber mesh over vapor barrier over clean compacted termite treated soil TYP INTERIOR NON LOAD BEARING WALL SECTION SCALE MGT W/5/8" O ALL THREAD ROD AND (22) 10d 10'-1" (3) 2x4 STUD BELOW GIRDER 2x4 BLOCKING ® MID HEIGHT DRILL AND EPDXY ALL TREAD ROD IN CONCRETE i0ftM01 1 i Ak I1 M Single Stage Framing 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage a. set flange in continuous bead of caulk across the entire face of buck n stucco finish --/ perimeter caulk Attach p.t. bucks ----/ with 8d coil nails at 12"o. c. Typ. Alum. window — jab or sliding glass doomr jamb CBS G d d NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Gunable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Window & S.G.D. Includes Buck Attachment Method Min. 1 1/4" embedment at windows and min. 1 1/2" embedment at sl. gl. doors 1 /2" drywall - 1/4" max. struct. shim caulk attach as per manufacturers product approvals Jamb Detail at CBS Wall DESIGNED TO MEET THE REgUIREMENTS OF FBC 2017 SECTION R703.4 ' FLASHING" Alum. window frame 3/8" continuous bead of — caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous — bead of caulk across the entire face of buck perimeter caulk stucco finish — I' E Gunable sealants shall comply with r I. a d ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conc. sill corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill Typical Precast Conc. Sill Detail W 0 0 i3 W o N 0 0 Z Es J m e_ w EL V) Z 0 n W o 0 N ED 0 0 0 � a a' CY o a O � (O CD a] Z N coONU 0 a w = LLJ U U U Z J J C.a a U O cn °c ui 0 o U tr 0 0 0 0 Y � d 0 o re �Z o W o Z W E v _0 LL H �Dz� a d Z n V w � LA o W w b� 00 R� o x Gco U UN � 0 0 c. FL dcD 0 tia 12 d- i IZ o 0 <C V' Q o �N 00 w o M W. l C) m> � to N ¢ CID ���J�) 'V J Z M V / � 7 J J W O J Q U W (,/j Z Q W of 5 W Q O o a_ W ^ M <L a'3 V d' � m J ca Y �.+ c d' N Z LLJ 0 Q C) N NOTE: BUILDER TO ATTACH OVERHANGS IN FIELD @ TAIL BEARING TRUSSES & FRAME IN CEILING. x x x x x x x x X X K X x x x x x x x X X K X ix x kvpx x x � tx „x ,r x X x x x 'NsX X X X X X X X X X X X X rxxxxxxx x x x x x x x x x x x x x X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X X X X x X x X X X X X X X Connector Schedule Truss Bearing Truss Connector Qnty. Connector Fasteners Point Uplift ID Uplift 1 388 HETA20 1 1810# (9) 10d x 1 1/2" A01G 11 544 HETA20 1 810 *All other trusses ALL <1000 HETA20 1 1810# (9) 10d x 1 1/2" to CBS *All other trusses ALL MTS18 1 1000# (14) 10d to Frame LINO Valley Valley Trusses ALL <250# MTS12 1 1000# (14) 10d x 1 1/2" *FOR GIRDER B04G SEE SHEET A-5 FOR DETAILS Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see H0-9. Other specs, if different from above, have priority. Provide one stud for each girder ply at each l3mg. point Na."sso�c� STATE OF < O R I O . •'ems\\\ �NAI 6 C3 Q C3 U) U) Cn U) C CO CO to ¢ CV CV Z O F- Of W U U Z U W J of j p J U LL CU CP C N \ y O V ar Q' 3 CD Q tlyy O � O 0 �u q �Z v W 5CV u a� G z w zNL� _0 aN ton aZ�zN ZIN ° Nv V W � w o i > C pa�N oas ��`Q N 0 Y 0U) all 00 J � 0 I 0 cis CD N W 00 to M M O m > LO N Q C7 Cq z J Z M �t n� LL J J W J U d V / D IY IOIU) :M 3" duct to soffit fa HB 4" duct to soffit — I Mdster Bedroorrl Cing. & 12" Coffer ,.Prewire/, N \ II I I\\ II le CIO/SD II L— — — -- — J ® 2, I I I TI / j I l l L4 J ttic I17- X 6 \ BC. \ Un it Cing. o Load Brng. Wall Prewire r i Office 10'-1" Ceiling NOTE: THIS HOME HAS SEPTIC AND CITY WATER DO NOT WIRE FOR GRINDER ---------------------------- 8'-1" (Stucco) cing. from FFE Prewiro Prewire !� Porch Cafe 10'-1" Ceiling Family 10'-1" Ceiling ,.?rewire ----------��---- I I I I I I I l I 1 Cing. I mar .I Door (no I / / 11' 1" C ng. Bdrm. 2\ �.`Prewirer \ Kitc en 9ti I \ ace Saver Micro C e �Ibove Range l Igl 10'-1" Ceiling ecirculating I Ref--1-------- L Dining 10'-1" Ceiling nd.I w1 I I I I I I I °I� I I L- r w.h. 1 \-Bollard� Load Br" g Wall / I N I I 1 ® Bdrm. 3 D \Prewire�� > \,1% �// i Ba.2 8'-1 " \� • Y \ ® C `rewire\' Bdrm. 4 r-------, (Attic Access I I with Ladder I L__-----J L �I Attic 9"gCing. 2ecpt. Garage 8'-1" cing. from FFE Light Fink Attic Storage Above 16070 Overhead L-9 3" duct o soffit 5/8" dia. x 10'- long ground rod Electric FPL Meter Panel Location to be determined Underground Service Electrical Plan scale: 1/4" = 1'-0" (3) #2 0 (THW) cop er and (1�#4 ground (pTHW) copper In 2' galy. conduit PirCAi Panel: 200 A.M.C.B. 1 /a. 3W 40 Circuit 120/240 Volt C (3) #2 0 (THW) cop er and (1 #4 ,ground (pTHW) copper in 2 galy. conduit F.P.L. service Ee I3/4" copper water pipe -'�KI 8 tie ground wire to footing rebars Electrical Riser Diagram ELECTRICAL LEDGEND (� RECESSED LIGHT WITH LENS 0 EXTERIOR & WET LOCATIONS SURFACE MOUNTED LIGHT FIXTURE I 24" LED LIGHT SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE _---= UNDER CABINET FLUORESCENT FIXTURE L=J RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN CEILING FAN WITH LIGHT OPTION G CARBON MONOXIDE SMOKE DETECTOR O EXHAUST FAN OUTLET CARBON MONOXIDE THERMOSTAT DETECTOR $ DUPLEX OUTLET - SWITCHED ® DOOR CHIMES $ DUPLEX OUTLET ® SMOKE DETECTOR $ 220 V OUTLET {f} SWITCH VN TELEVISION � w THREE WAY SWITCH QPH TELEPHONE p DIMMER SWITCH O PUSH BUTTON NOTE: RECEPTACLES IN KITCHEN & BATH AREAS TO BE 46" A.F.F. ALL 120V SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS THAT ARE NOT GFCI MUST BE AFCI. TAMPER PROOF RECEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE PHASE 15 & 20 AMP BRANCH CIRCUITS Electrical Load Calculations 2190 Living S.F. at 3 VA 6570 VA One 20 Amp Appliance Ckts. 1500 VA Laundry 1500 VA Dryer 5000 VA Dishwasher 1200 VA Range 12000 VA Ref. Circuit 1300 VA Total 29,070 VA First 10 KVA at 100% 10,000 VA Remainder at 40% 7,628 VA Total 17,628 VA AC Heat at 100% 18,000 VA Total 35,628 VA 35,628 VA / 240 V = 148.45 Amps 200 Amp Existing Service Smoke detectors wired to 120V Bathroom lights Non Switchable, Non GFI Electrical contractor to verify all equipment loads prior to start of construction. Electrical contractor to recalculate electrical schedule if loads are to be modified _ ` G Tile 0 ®, c,0 ' STATE //// ON�1 v 0 e Y C V IA v a c 0 v (n V) Cn Cn V) o d- to co to CID ~ r� ONO N Z o Q w CDC.D = W ck� Q =1 CDC d (3 cn ac y o V si- C c 3 Y Q T a CCD m ~ d c 0 O d' lJ qq 9 �Z m VI U v a z r FoWo w ULn F z047,AA ° N� uw I^ `� o Lu " a. i > �C0 C0 o °�U r- d- 0 I ILi o V) a o N w 00 o � E cr 00 a_ Z N a C Q� J Z try 0 Q J W w U U J Iry 1--- U W -� W W Elf w z o' 0 M Ih lly ¢°°_ J tD 6 Y to ILd Nn- in W o R a i v ^ screen door w/'16" kickplate Egress E3 8" x 12" framed drop header by framer cover with paper back wire lath and stucco Egress L_1 25 s.h. L-1 Egress __..—------------------------------- I �e /� w� rrryy /� (� a". " r-COveredI 1 Porch h '� loft 36" x 16" Glass t _ IVIgster B droon-1 ; 8'-l" (Stucco) cing. from FFE Btutrm +� . o L-1 i 8'11" Cing. & 12" Coffer ( Unfinished Concrete 25 8'-1" Ceiling oo r Carpet L-2 L-1 Carpet 8' 1" Ceiling x ( S.h. N r n ( Q L7► Carpet l ( i 1 - 9068 s.g.d. Q d rm 2868 1 9 `oln I t •,� ti<CP t Cafe - 1 1 t' 10'-l" Ceiling an r 8 1 1 02868. �� 8 -1 Tile White `T1(14_ub Clng- 36 Fixed Glass 2,_7^ " ' ae^ - �'-4 ^I " It 6' j ,_6. + 17._7" a'-s 1 j2«t It r- 2 x 4 frame i Family wall 34.5" tall _ �d4 �t O 1$ Ace 36 tt i 10-1 Ceiling �, 1 I to go I r- e VINYL W T _ SpaCo au Micro 8'-1' Ceiling L 6i Garpe o i ® dw I © Range t`p Carpet 1-. r .. -" 1 i 6dy. Z11 Carpet ' A — R11 Bat Insuiation Tile I Bdrmi 4 i 11 10'-l" Ceilinglf�J1 L-1 a" 4-8• u 6°_8^ "°' t 3'-41/2" 7.-31/2" -0 1/2' nIV et - + 2" x 60 t0it 24 ub Unit $ _1" l \ec Ref.s.h. �n9'-' a. FramTemp. ° Tile EilipI 42"H Knee Wall ern _---___ Frame down 24 xR.a. r_ I Ea, 9 p Header R.A:G. { al d I d.l lei BCC. � Whits Enclosure Medicine rc x i EN ^ w 1 I 1 1` Tub T v Cobine j0f Header (pif fN t I �" I !,�,1i 8'-1" m a Brng I °° 8'-1" Cing. ad I� �ri3t Prl gl Wcz11 DB aDdi�i750 Gla I I< n Dining �'°�" s 10x,�•,tLa -$ ( I U W , 1 /afG+Iefi�.` thru A t o { , + N8 v i 1Q'-1" " t E 10 —1 Ceiling �, Bader ,roar 1 O f f l c ~ Cing. II° VINYL- Do�py h �i 10'-1" Ceiling VINYL of ! 1 u VINYL Prlmar .i Door i I Load BWaii + + W Knob i ! �j HEgress �J 41�— " 6-8' I' i 9t —41/2" 3' i I i I i aliard ffl ��� _6 N Load Bm9 Attic Access Ladder + Q Wati with 25 s,h. ® 25 s.h. ci Garage �I g 8'-1" cing, from FFE o Electric t I E i I Light Fink Attic Storage Above 11' -1" Cing. Panel W Struck Block 3" 31--6" 16070 Overhead � (� ��' ° ° Floor Plan scale: 1/4" - 1'-0" r: L-1 36" x 16" Fixed Temp. Glass Obscure 36" x 16" Fixed Cem , Glass �O�scure H8 `41s 'a 1111 FPL Meter Location to be determined underground Service INSTALL ASTM D225 ##30 FELT PER HVWZ CODE INSTALL # 15 FELT SLIP SHEET INSTALL 26ga. GALVALUME DRIP EDGE WjVALLET 4"x6" J RAKE PIPE BOOT, VENTS FASTEN 26ga. 5V CRIMP GALVALUME PANELS (BY GULF COAST) OVER 19/32" C.D.X. PLYWD. SEE CONNECTOR SCHEDULE PRE ENG, WD. TRUSSES 2ec.c. 1 ALUM, DRIP EDGE ON 2 x 6 P.T. FASCIA WRAP WITH ALUM.—o VINYL VEN PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FiNi "M fi WIN MINIMUM —0 6 R30 BLOWN INSULATION Scope r�OWork ABOVE LIVING AREAS Single level CBS single family residence \-1 f 2" CLNG: 4 P.T. BOARD STOP WITH GROUT FII LEDC ELLS 1 x 2 P.T. FURRING 24"o.� 4 -R9 CORE FILLED INSUL, AT LIVING AREA 1,/2" GYP, D.W. 1 x4P.T. FIRESTOP 2500¢# CONC. F CITI NTH (2) #5 REBAR SEE FOOTING. DETAILS Typical Wall Section scale: 3/4" = V-0" WINDOW SCHEDULE MARK M.O. SIZE TYPE REMARKS 25 37 3/4^ x 53" Singlehung H32 27 1/4" x 26" Singlehung 35 54" x 63' Singlehung 25 s.h, 37 3/4" x 63" Singlahung Nan elipticoi 34" x 16„ Fix, Glass Transom 37 3/4" x 17" Fixed Glass 24 37 3/4" x 5037 x 5/8" Singlehung Temp, Glass All windows to have white frames, colonial grilles (see elevations) Clear, Low E DOOR SCHEDULE 0 Exterior Boors � Interior Doors Size Type 0 Double 3oeo FG Smooth Finish with Dead Bolt 0 16' x 7' Overhead Steel 9068 Sliding Glass Door M7 2868 ason a oss qua s a with waatherstrt & Thrash d I'�T Ll 2668 Mosanite 'Ctassique" style H,c. F9 2868 Mosanite "atassique" style H.C. t 1 4066 Mosonite 'fRassiquo" stye H.C. Bitoid 11 1668 Mosanite "Classique style H.C. 6068 Mosonite 'Ctassique" style N,C. Stfold Q 2668 Masonite "Ctassique" style H,C. i 2668 Mdsonite 'Ctassique" style H.C. Bifgt, 11 6068 Mosonite "Ctassique" style HX.Bipos 16 (2) 2665 Double French Doors No Gloss 17 2868 Mason Its 'C{risque" style H.C. Off* 18 2065 Masonite'alassique" style H.C. 81fot Building Cade 2017 Florida Building Code: Residential 2014 National Electric Code Desian Loads Roof Live Load: 20.0 p.s.f. Floor Live Load: NA Wind Speed: 150 MPH (3 second gusts) Wind Importance Factor: 1,0 Building Category. 11 Wind Exposure: 8 Internal Pressure Coefficent: .18 Structure designed: Enclosed Soil bearing capacity: 2000 p.s.f. Area Tabulation Living 2190 Garage 444 Parch 176 Entry 66 Total 2876 Cast in Place Sill or Tie Seam Option In the event that the precast products are damaged in the field cast, in dace sills and tie beams may be used (not to exceed 5 -10 ) Typical cast in place tie beam to be a min. 8 x 12 with two #5 tap and two ##5 bottom. Safe Load Table Notes Installation Notes 9. Ail vzduax based minimum 4" nominal bearing, Excop lan. a (odds for uhillied U lintels must 1, InstWlotion of U li teie must comply With architectural and'{ar structural �rowings, pe r$ztucsd by 20 if bearing length Is lose than S 1 2 . 2. U lintels can be Held out to the required length. 2. N.R: - Not fisted 3- Cost in place concrete may be provided In composite U lintel 1n Ilea of concrete masonry units. 3. Sah foods ore superimposed allowable loads. 4. The exterler surface of U lintels Installed in exterior #, bno robor t�foy &e subVutsd far two #5 robot in 8 fish V tmteIs only, concrete mason walis shall hove a coating of stucco appliedwith ASTM C-926 or other ae�iotinyance 8, All safe loads in units of pounds per linter toot. 5. Concrete masonry, units used in composite u lintel she,! bond. 6, All safe loads are based on simply supported span, a laid in a running 7. Safe load ratings based on rational design analysis per AU 316 and ACI 530. 6. Aare composite lintels as required, 7. U Itntals are manufactured with a 5 1!2" lon notch at bath to reinfor ing and _ .. ends accomodots vertical coif( grout. Cast Crete Lintel Schedule Composite U Lintel Materials 9. Grout per ASTM C476 fg-3000 psi with maximum 3/8 Grout aggregate and 8 to 11 inch slump, 2. Reber per ASTM A615 Grade 60 3, Concrete mosanry units (CMU) per ASTM C90 with: minimum net area compressive strength - 1900 psi 4. Mortar per ASTM C270 Type M or S All Reber to be #5 Grade 60 min. MW L941H OF LOM ALLOwAM amyrrY LOAD APPLRD MiAW?Y LOAD ALLOWABLE UPUFT LOAD APPLIED UPtrT LOAD KAU SKM L-1 4'-6" 6113 1273 2724 590 afle IT/Is L-2 io'—e 1366 864 798 281 8F161T/Is L-3 V-t0" 4360 1325 2093 628 8F16 IT/is L-4 S-6" 6113 ISO 3574 47 SF16 tT/18 L-5 4'-6" IIW9 200 5379 so 8F40 17/18 L-6 7'-6" 3685 200 3806 60 8RF24 IT/18 L•-7 6-4" 10t27 268 4924 226 SF32IT/16 L-8 g_;^ 3488 180 1811 47 8F2# 1Tj16 L 9 t7-4' 1194 200 468 60 8f 81T/1B Min, Beam depths shown, beams may be increased without cement At Lrltais 30" des p or larger, provide (1) #5 vertical rebor at 24 o.c. along length of lintel tz 17- 1 ci, Or Or 11-4-1 LLJ ^d- v Z 9 to III 0 LLz 05 t7 us 4�4 in in P 40 I Cn ram-- o C _­1M Lau00 � B _ M w c� C-) W ar- tY LLJ ME ra File Cop Von r UJ o